genai_test / utils /truss_element_assembly.py
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import numpy as np
from typing import List, Tuple
def nodal_coords(n_nod_tot: int, n_dim: int, n_columns: int, spacing: float,
height: float, n_bot_beams: int, truss_mode: str) -> np.ndarray:
"""
Calculate the coordinate of the nodes in the assembly.
Args:
n_nod_tot (int): Total number of nodes.
n_dim (int): Number of dimensions.
n_columns (int): Number of columns.
spacing (float): Spacing between columns (length of beams)
height (float): Height of the columns .
n_bot_beams (int): Number of bottom beams.
truss_mode (str): Mode of the truss ("warren" or other)
currently supports pratt and howe as other.
Returns:
np.ndarray: The nodal coordinates of the assembly.
"""
nodal_coord = np.zeros((n_nod_tot, n_dim), dtype=float)
# Calculate the nodal coordinates
if truss_mode == "simple" or truss_mode == "simple_cant":
for i in range(n_nod_tot):
nodal_coord[i] += [i * spacing, 0]
elif truss_mode != "warren":
for i in range(n_columns + 2):
nodal_coord[i] += [i * spacing, 0]
if 0 < i < n_columns + 1:
nodal_coord[i + n_columns + 1] += [i * spacing, height]
else:
for i in range(n_nod_tot - n_bot_beams):
nodal_coord[i] += [i * spacing, 0]
if i > 0:
nodal_coord[i + n_bot_beams] += [i * spacing - spacing / 2, height]
return nodal_coord
def pel_ele(par: np.ndarray, n_columns: int, n_beams: int, n_rods: int,
n_par_nod: int, n_nod_tot: int, n_ele_tot: int, n_bot_beams: int,
truss_mode: str, skip_rod: List[int] = []) -> np.ndarray:
"""
Calculate the parameter-element numbering relation.
Built from Beam -> Column -> Rods (considering skipped rods).
Args:
par (np.ndarray): Parameters for the elements.
n_columns (int): Number of columns.
n_beams (int): Number of beams.
n_rods (int): Number of rods.
n_par_nod (int): Number of parameters per node.
n_nod_tot (int): Total number of nodes.
n_ele_tot (int): Total number of elements.
n_bot_beams (int): Number of bottom beams.
truss_mode (str): Mode of the truss ("warren", "pratt", etc.).
skip_rod (List[int]): Rods to skip. 0-indexed.
Returns:
np.ndarray: The parameter-element numbering relation.
"""
if "simple" in truss_mode:
pel = beam_pars(par, n_beams, n_par_nod, n_nod_tot, n_bot_beams, truss_mode)
else:
pel = np.zeros((n_ele_tot - len(skip_rod), 2 * n_par_nod), dtype=int)
# Calculate the element parameter relations
pel[:n_beams] = beam_pars(par, n_beams, n_par_nod, n_nod_tot, n_bot_beams, truss_mode)
if truss_mode != "warren":
pel[n_beams:n_beams + n_columns] = column_pars(par, n_columns, n_par_nod)
pel[n_beams + n_columns:] = rod_pars(par, n_rods, n_par_nod, n_nod_tot, n_bot_beams, truss_mode, skip_rod)
return pel
def beam_pars(par: np.ndarray, n_beams: int, n_par_nod: int,
n_nod_tot: int, n_bot_beams: int,
truss_mode: str) -> np.ndarray:
"""
Calculate the relevant beam DoFs.
Args:
par (np.ndarray): Parameters for the elements.
n_beams (int): Number of beams.
n_par_nod (int): Number of parameters per node.
n_nod_tot (int): Total number of nodes.
n_bot_beams (int): Number of bottom beams.
Returns:
np.ndarray: The beam DoFs.
"""
beams = np.zeros((n_beams, 2 * n_par_nod))
if "simple" in truss_mode:
for i in range(n_beams):
beams[i, :n_par_nod] = par[i]
beams[i, n_par_nod:] = par[i + 1]
else:
beams[:n_bot_beams, :n_par_nod] = par[:n_bot_beams]
beams[:n_bot_beams, n_par_nod:] = par[1:n_bot_beams + 1]
beams[n_bot_beams:, :n_par_nod] = par[n_bot_beams + 1:n_nod_tot - 1]
beams[n_bot_beams:, n_par_nod:] = par[n_bot_beams + 2:]
return beams
def column_pars(par: np.ndarray, n_columns: int, n_par_nod: int) -> np.ndarray:
"""
Calculate the relevant column DoFs.
Args:
par (np.ndarray): Parameters for the elements.
n_columns (int): Number of columns.
n_par_nod (int): Number of parameters per node.
Returns:
np.ndarray: The column DoFs.
"""
columns = np.zeros((n_columns, 2 * n_par_nod))
for i in range(1, n_columns + 1):
columns[i - 1][:n_par_nod] = par[i]
columns[i - 1][n_par_nod:] = par[i + n_columns + 1]
return columns
def rod_pars(par: np.ndarray, n_rods: int, n_par_nod: int, n_nod_tot: int,
n_bot_beams: int, truss_mode: str, skip_rod: List[int] = []) -> np.ndarray:
"""
Calculate the relevant rod DoFs.
Args:
par (np.ndarray): Parameters for the elements.
n_rods (int): Number of rods.
n_par_nod (int): Number of parameters per node.
n_nod_tot (int): Total number of nodes.
n_bot_beams (int): Number of bottom beams.
truss_mode (str): Mode of the truss ("warren" or other).
skip_rod (List[int]): The rods to skip. From left to right.
Returns:
np.ndarray: The rod DoFs.
"""
rods = np.zeros((n_rods - len(skip_rod), 2 * n_par_nod))
count = 0
skips = 0
for i in range(n_nod_tot - n_bot_beams - 1):
for j in range(2):
if count not in skip_rod:
rods[count - skips][n_par_nod:] = par[i + n_bot_beams + 1]
if j > 0 and truss_mode != "warren":
rods[count - skips][:n_par_nod] = par[2 * j + i]
else:
rods[count - skips][:n_par_nod] = par[j + i]
else:
skips += 1
count += 1
return rods
def fill_ele_nod(n_ele_tot: int, n_par_nod: int, pel: np.ndarray,
skip_rod: List[int] = []) -> np.ndarray:
"""
Fill the element-nodal matrix.
Args:
n_ele_tot (int): Total number of elements.
n_par_nod (int): Number of parameters per node.
pel (np.ndarray): Parameter-element numbering relation.
skip_rod (List[int]): Rods to skip.
Returns:
np.ndarray: The element-nodal matrix.
"""
ele_nod = np.zeros((n_ele_tot - len(skip_rod), 2), dtype=int)
ele_nod[:, 0] = pel[:, 0] // n_par_nod
ele_nod[:, 1] = pel[:, n_par_nod] // n_par_nod
return ele_nod
# If main is called, run the test
if __name__ == "__main__":
n_par_nod = 3
par = np.arange(1, 7*n_par_nod+1).reshape(7, n_par_nod)
n_beams = 5
truss_mode = "warren"
n_bot_beams = 3
n_nod_tot = 7
n_rods = 6
n_dim = 3
n_columns = 2
if truss_mode == "warren":
n_columns = 0
n_ele_tot = n_beams + n_columns + n_rods
print(par)
# beams = beam_pars(par, n_beams, n_par_nod, n_nod_tot, n_bot_beams)
# rods = rod_pars(par, n_rods, n_par_nod, n_bot_beams, skip_rod=[])
pel = pel_ele(par, n_columns, n_beams, n_rods, n_par_nod, n_nod_tot, n_ele_tot, n_bot_beams, truss_mode, skip_rod)
print(pel)